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首页> 外文期刊>Bioresource Technology: Biomass, Bioenergy, Biowastes, Conversion Technologies, Biotransformations, Production Technologies >Treatment of artificial soybean wastewater anaerobic effluent in a continuous aerobic-anaerobic coupled (CAAC) process with excess sludge reduction
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Treatment of artificial soybean wastewater anaerobic effluent in a continuous aerobic-anaerobic coupled (CAAC) process with excess sludge reduction

机译:连续好氧-厌氧耦合(CAAC)工艺处理人造大豆废水厌氧废水,并减少污泥

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In this study, treatment of artificial soybean wastewater anaerobic effluent was studied in a continuous aerobic-anaerobic coupled (CAAC) process. The focus was on COD and nitrogen removal as well as excess sludge reduction. During the continuous operation without reflux, the COD removal efficiency was 96.5% at the optimal hydraulic retention time (HRT) 1.3 days. When HRT was shortened to 1.0 day, reflux from anaerobic zone to moving bed biofilm reactor (MBBR) was introduced. The removal efficiencies of COD and TN were 94.4% and 76.0% at the optimal reflux ratio 30%, respectively. The sludge yield coefficient of CAAC was 0.1738, the simultaneous removal of COD and nitrogen with in situ sludge reduction could be achieved in this CAAC process. The sludge reduction mechanism was discussed by soluble components variation along the water flow.
机译:在这项研究中,以连续的好氧-厌氧耦合(CAAC)工艺研究了人造大豆废水厌氧废水的处理。重点是化学需氧量和氮的去除以及过量污泥的减少。在无回流的连续运行过程中,在最佳水力停留时间(HRT)1.3天时,COD去除率为96.5%。当HRT缩短至1.0天时,从厌氧区回流到移动床生物膜反应器(MBBR)。在最佳回流比为30%时,COD和TN的去除效率分别为94.4%和76.0%。 CAAC的污泥产率系数为0.1738,在该CAAC工艺中可以同时去除COD和氮,同时就地减少污泥。通过沿水流的可溶成分变化讨论了污泥的减少机理。

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